Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Results 1-3 of 51
Page 128
... located behind as in Fig.12 . It is observed that thevalue of spectral density of force increases as the spacing increases in both the cases . When the measuring cylinder is located behind , the value of the peak frequency of the force ...
... located behind as in Fig.12 . It is observed that thevalue of spectral density of force increases as the spacing increases in both the cases . When the measuring cylinder is located behind , the value of the peak frequency of the force ...
Page 133
... located around the cylinder in regular waves , where it is considered that the imaged vortex is located at the inverse point to the still water plane and the circular cylinder . In the presence of a still water plane f ( z ) = = = 524 i ...
... located around the cylinder in regular waves , where it is considered that the imaged vortex is located at the inverse point to the still water plane and the circular cylinder . In the presence of a still water plane f ( z ) = = = 524 i ...
Page 130
... located at the bottom of the turret with hard piping to the manifolds . The number of points internally were kept at a minimum . release was In addition , the anchor - handling equipment located in completely segregated rooms in order ...
... located at the bottom of the turret with hard piping to the manifolds . The number of points internally were kept at a minimum . release was In addition , the anchor - handling equipment located in completely segregated rooms in order ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power